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    Wedge Movement Effects on the Nonlinear Behavior of an Arch Dam Subjected to Seismic Loading 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 003:;page 04021289
    Author(s): Hasan Mostafaei; Farhad Behnamfar
    Publisher: ASCE
    Abstract: Arch dam abutment stability is regarded as a prominent part of designing concrete dams. In the present study, the seismic stability of the rock wedges in the foundation of the concrete arch dams is studied using limit state ...
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    Performance Evaluation of Special RC Moment Frames against Collapse Considering Soil–Structure Interaction 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 002
    Author(s): Saeid Haghollahi; Farhad Behnamfar
    Publisher: ASCE
    Abstract: In this paper the study of FEMA-P695 on collapse performance of moment frames is extended to take soil–structure interaction into account. Special reinforced concrete moment frames being 4, 8, 12, and 16 stories tall resting ...
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